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HomeMy WebLinkAbout1998-civil plansPROJECT FOR: TECHN-TCA METHODS., FAIRFIELD BUSINESS CAMPUS LAKEVILLE, MINNESOTA SITF INPCR11,470N: LOT AREA: 3.26 ACRES, OR 141,990 S.F. ZONING: BC BUSINESS CAMPUS DISTRICT I_NC PROPOSED BUILDING SIZE: 24,960 S.F. SETBACKS: FRONT=50', REAR=30', SIDE=10' LOT COVERAGE: BUILDING AREA = 24960 S.F. IMPERVIOUS SURFACE = 31,680 S.F. GREE.NSPACE = 85,350 S.F, OR 60.1% PARKING REQUIRED: OFFICE AREA: 5,200 S.F. - 109a = 4680, 4680/200 + 3 = 26 MANUF. AREA: 12,260 S.F. — 10% = 11,034, 11.034/350 = 32 WHSE. AREA: 1,500 S.F. 10% = 050, 6750/1000 = —f TOTAL NUMBER OF PARKING SPACES REQUIRED BY LAKEVILLE ZONING ORDINACE = 65 ALLOWABLE AMOUNT OF DEFERRED PARKING (UP TO 50% OF REQUIRED AMOUNT) = 32 NUMBER OF PARKING SPACES PROVIDED INTIALLY = 40 NUMBER OF PARKING SPACES TO BE DEFERRED = 25 DRAINAGE AND UTILITY EASEMENT FOR PONDING PURPOSES —---'-�-- j EDGE OF BITUMINOUS -- BUILDING SETBACKS LINE OF DRAINAGE AND UTILITY EASEMEN45 --- - SITE PLAN , SCALE: I"=30' -O" Ai FUTURE 21,240 S.F. I RETAINING WAL -- --- --\ - 'E ---DASHED LINE I DICATES I, EXTENT OF EX ANSION DASHED LINES IND ATE AREA OF DEI ERE PARKING (6 TOTAL) -- -- - — ------�- 3► i BITUMINOUS CURB -- - DRAINAGE AND UTILITY EASEMENT—, , A_ �_ _--- _ _. —__ L DASHED LINES INDICATE AREA OF DEFEERED PARKING (1 TOTAL) -- -- �-PROPERTY LINE 615.11' < GREENSPACE --a 208'-0" PROPOSED j BUILDING: p 24,960 S.F. O TRASH ENCLOSURE ? Ir- CONC WALK AUTO PARKING cn I� O; ------- BITUMINOUS DRIVE -----T N -- END OF CONC CURB O �', AUTO PARKING , 1 o a PROPERTY LINE 615.48' `--CONC CURB AND GUTTER \� "---LIGHT POLE --_ ----� 4— < - _.._ WORKPOINT 10'-6" APPROX. TECHNICAL METHODS, INC. TMI v- WAYTECH MACHINING, INC. DECORATIVE CONCRETE 1ASONRY (BOTH <)ES) SITE SIGN,,4E— 2 SCALE: 1/4" = 1'-0" AI GRADE TECHNICAL METHODS INC. ll' -O" HIGH LETTERS AT EAST ELEVATION BUILDING SETBACKS -- ------------ Q i 1 I I-- DROP DOWN CURB w 0 fD w 2 t - w CL 0 a w w w a m " a w w o n d a X o � ° w ° X a n U- � o z z G o a d u � o w ul Ln ww w w 51-011 2+-0" 6., 32'-10"l+/- LIGHT POLE !J_. _ (37 �- 6 { o i DASHED LINE INDICATES z _ DEFERRED PARKING AREA - Q T _ (13 SPACES) U z > f- ----CONC CURB d GUTTER w W z W n z W O d lU ' _ w ul ! ' Q - _ O � _ __ J —_ I �" W. FAINTED STRIPING p w ` w w > d p I CONC CURB RAMP U 0 -' I o -- ---- LIGHT POLE a I L �r E - 4 � b U C � ,q 12 I r G , _ I i w 0 fD w 2 t - w CL 0 a w w w a m " a w w o n d a X o � ° w ° X a n U- � o z z G o a d u � o w ul Ln ww w w SHEET oc) !J_. (37 �- 6 z _ Q 0 U z_ w W z W n z W O d lU _ w ul (L Q m OU ilC w p w �y w w > d p ujU U 0 t - f• W a I L �r E 4 � b U C � ,q c v'E°r a m�"ry bg •� A CLO m O N m o A -G d .._- l71 ffi�m vua my ,� Jyy � a � c u m u u SHEET !J_. �- 6 z _ Q 0 U z_ w W z W n z W O w lU _ w ul (L Q OU ilC w 0-F- ujU U 0 LO SHEET AT OUTLET s — N. LINE OF OUTL.OT -C. & NORTH CONSTRUCT - , LINE OF THE S1 /2 OF THE SEi/4SILT FENCE E REMOVE EXISTING —T114—R21OF SEC. 25N 89°JJi24N BARBED ORE FENCE • : - • 6:15.11 J _ - 20. C7 _ G AI 00 _ , 76,17- ta95 1092 1095 RMP _.._� _ 1 4 t. n 1096 - - o ( 1095 1096 Q 9— O DRAINAGE AND 109 LP - -,� • _. --. - UTILITY. EP:�MENT 1 9 CA--pami t� F5 RPOSES CONC. F T. ______ �-_ �� E GE OF R �2 .- - , STOOP , �p ROOF DRAIN PIPE BELOW r AND .T 00� p GROUND SURFACE - O 6 - -- 1 5 CONSTRUCT - � p'� ��- _ SILT FENCE - - - _ - - ---- _- _ /' p8 FUTURE _ XTENS ON 1 h`' o r P P S R0 0 ED � _ S BUILDING -, z RIP -RAP UT INTO STI 1 - l �_';,. ' LL 140 L.MFA OFO rT �• k:�ND INSTA `' 4 - LE 24,960 S.F. m Q��_ r � � A. PVC � SANITARY. : ,�,• ,- �y. 5iJ EWER y �� y 6"W x,: N' `. - r CONC. REACTI P � [ � - 2 � F. -- 1 g6 _ SLO F — 109 7. 4 � : Y � l N � N JJ _ • : c� I �, BLOCKING FUTRE --- _ - -- DOCK ��NT, , , .,�.>_ - --'" _ - � . � 1�' � [NSTALL HYDRA VALVE EXPANSION --+— DOOR M _ _ ('`, `� n� w, _. Q LOCK �- — ND PLUG r- _ • M - 40 S. F. - Ag - W F, - k,b S BITUMINOUS 12 - ©N _ SUR C 9s.so .- ✓P. i ='`t F E o I - CONSTRUCT CURB INLET T TOP' NUT OF Z --` Rt IN saN* nd< �.1� i�c HYDRANT - 098.00 CATCH BASIN AND MH�y.: i BENCHMARK - INSTALL 130'L.F., OF-' f2" / p00 g s4 o9 DOR I g6 43 623 s Z 4 YD .DIA. PVC STORM' SEWER L< PIPE AND F.E. SECT[Ol - loss o. ; •9 f - _ 0971 _�_� _ ,: REMOVE PLUG, AN , r 094 S it WITH 5 -YDS OF Rl P RAP - corocRerE w K. _ - ' � o^ CONNECT TO EXISTING r _ TG 89.10 g �, p y BIT. �a HYD, MAIN AND INSTALL INV = 83.10 CURB ' : , rP° ,�o `z BIT. i - - - - � ' - 12 DUCTILE gA. RQC T F LUM X� to �r t {IRON LPIPE OF sTRj�c � �� , $o N I i K E T. VE Qr� ii'��� DURING CON UC ON I - - i0 9� a,�O UQT \ j , i - -. � END CONC. C RB � *� ,� CON T CURB LET ` f - - - DRAINAGE S! S R INLET _ o r - i - -- +h ac GUTTER ��'' 622 95.1 CATCH BASIN AND INSTA L F BITUMINOUS RK1NG EAK 1 30 L.F.OF 12" DIA.` PVC ` +f p 4 A.8a a? — _ _ - - R PIP r 9 STORM - - - (- S�wE E� ; CONC. CURB ( 1 T.C.=95 GUTTER Y.410 _ - & T P) INV92.89 ? AL2 BIT. DRIVE I ;f , - O P 0 r E CONSTRUCT CU RO INL T CD CATCH BAST AND INSTALL ` 615.48 109s g'S— — -. 50 L: r . OF 2'% DIA. PVC N 89055' 24" E GRADING, DRAINAGE & UTILITY PLAN LEGAL DESCRIPTION OF PARCEL SHOWN HEREON: Lot 3, Block 1, FAIRFIELD BUSINESS CAMPUS 2ND ADDITION, Dakota County, Minnesota, according to the recorded plat thereof: DENOTES DIRECTION OF SURFACE WATER FLOW log, 1097 �'�g � STORM SE R* PIP 1100 - T.C.=j95.90 INGRESS AND EGRESS01 10 1'"1 1� ! M ! INV. = 92.74 �at ' I EXI ;I EASEMENT - C%4 T. . L CUT EXISTING CONCRETE m �I CURB & GUTTER AND CONSTRUCT CONCRETE ( Wn V (� I l -' APRON AS PER CITY DATUM' - 1� t ,I_•� r J J ff t �5� EXISTING DRAINAGE & }} ` UTILITY EASEMENT i CONSTRUCT STORM SEWER tJ MANHOLE AT END OF EXIST. f i N TE S: STORM SEWER STUB T.C.=98.00 t INV. -92.49 I I 1) CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. i il' L!, P. m t 2) ADD 1000.00 FEET TO ALL PROPOSED SPOT J. ' w I I ELEVATIONS TO BE AT CITY DATUM. ' 3) CONSTRUCT TEMPORARY ROCK ENTRANCE I ph 1 H DRIVE DURING CONSTRUCTION ACTIVITY. ' 4) EXCAVATED AREAS SHALL BE SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 5) SIDE SLOPE OF FILL AREAS SHALL BE AT A 3:1 SLOPE. x AREA OF LOT 3 = 141,990 S.F. = 3.26 ACRES PERVIOUS AREA (GREEN SPACE) OF LOT 3 = 85,350 S.F. = 1.96 ACRES IMPERVIOUS AREA OF LOT 3 = 56,640 S.F. = 1.30 ACRES PERCENTAGE OF IMPERVIOUS AREA OF LOT 3 = 39.9% PERCENTAGE OF PERVIOUS AREA OF LOT 3 = 60.1% MAS' N V BENCHMARK — TOP NUT OF HYDRANT AT KENSINGTON BLVD. AT CUL—DE—SAC = 1098.00 W r m I 00 LEGEND: C DENOTES UNDERGROUND CABLE G DENOTES UNDERGROUND GAS LINE SCALE IN FEET 8"W DENOTES WATER MAIN -- 0 30 60 90 6"SAN DENOTES SANITARY LINE 0 15 45 27"ST DENOTES STORM SEWER LINE L.P. DENOTES LIGHT POLE m O - DENOTES IRON MONUMENT C.B. DENOTES CATCH BASIN a BEARINGS ARE ASSUMED DATUM HYD. DENOTES FIRE HYDRANT DENOTES EXISTING SPOT ELEVATION gam- DENOTES PROPOSED SPOT ELEVATION DENOTES DIRECTION OF SURFACE WATER FLOW log, 1097 �'�g � STORM SE R* PIP 1100 - T.C.=j95.90 INGRESS AND EGRESS01 10 1'"1 1� ! M ! INV. = 92.74 �at ' I EXI ;I EASEMENT - C%4 T. . L CUT EXISTING CONCRETE m �I CURB & GUTTER AND CONSTRUCT CONCRETE ( Wn V (� I l -' APRON AS PER CITY DATUM' - 1� t ,I_•� r J J ff t �5� EXISTING DRAINAGE & }} ` UTILITY EASEMENT i CONSTRUCT STORM SEWER tJ MANHOLE AT END OF EXIST. f i N TE S: STORM SEWER STUB T.C.=98.00 t INV. -92.49 I I 1) CALL GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION. i il' L!, P. m t 2) ADD 1000.00 FEET TO ALL PROPOSED SPOT J. ' w I I ELEVATIONS TO BE AT CITY DATUM. ' 3) CONSTRUCT TEMPORARY ROCK ENTRANCE I ph 1 H DRIVE DURING CONSTRUCTION ACTIVITY. ' 4) EXCAVATED AREAS SHALL BE SEEDED AND MULCHED UPON COMPLETION OF PROJECT. 5) SIDE SLOPE OF FILL AREAS SHALL BE AT A 3:1 SLOPE. x AREA OF LOT 3 = 141,990 S.F. = 3.26 ACRES PERVIOUS AREA (GREEN SPACE) OF LOT 3 = 85,350 S.F. = 1.96 ACRES IMPERVIOUS AREA OF LOT 3 = 56,640 S.F. = 1.30 ACRES PERCENTAGE OF IMPERVIOUS AREA OF LOT 3 = 39.9% PERCENTAGE OF PERVIOUS AREA OF LOT 3 = 60.1% MAS' N V BENCHMARK — TOP NUT OF HYDRANT AT KENSINGTON BLVD. AT CUL—DE—SAC = 1098.00 W r m Q! O >- d Z ;< o t— zW � (f) U O Z n = CY_ W n F-- 0. WE**] 0 W r � v C/) LO z UO m Imo- t, i W J W 5 Z Y z W v Ln X o 0 O V m 0 U U z a F-- o Z W) r>n UjJ W > x w Q o a 0 ry a Q w E U n to M LnN C-2 00 O� cD 7)c -- W 0 0 C4 m m a Q! O >- d Z ;< o t— zW � (f) U O Z n = CY_ W n F-- 0. WE**] 0 W r � v C/) LO z UO m Imo- t, i W J W 5 Z Y z W v Ln X o 0 O V m 0 U U z a F-- o Z W) r>n UjJ W > x w Q o a 0 ry a Q w E U n to M LnN C-2